bomitem - yassvalley.nsw.gov.au
TRANSCRIPT
Client:
Ranbuild Job No.:
Type:
Location:
Plans:
Enquiries to: Alexander Filonov
1st September 2021
The ManagerRanbuildPO Box 170HAMILTON NSW 2303
Dear Sir/Madam,
Re: STRUCTURAL ADEQUACY OF STEEL FRAMED BUILDING
Lino Martiniello
409861
Big G
1348 Nanima Road Nanima NANIMA NSW 2806
- All bracing = 68x1.6mm straps
Yours faithfully,
Alexander Filonov
MIEAust, CPEng, NPER 1296608 (Structural), RPEQ 8094, CC4719P, PE 0003374
Engineering Manager
Lysaght Building Solutions
409861-GA, ENG1/1-2470-001285, ENG2/1-2470-001285, ENG3/1-2470-001285, ENG3/2-2470-001285, ENG4/1-2470-001285, ENG4/2-2470-001285, ENG5/1-2470-001285, ENG5/2-2470-001285, ENG6/1-2470-001285, ENG6/2-2470-001285, ENG7/1-2470-001285
Being a professional engineer within the meaning of the Building Code of Australia (A1.1) with BlueScope Lysaght Technology we have undertaken a structural analysis of the steel framed building as described above. These plans were analysed in accordance with Codes of Practice: AS/NZS 1170.1, AS/NZS 1170.2, AS/NZS 1170.4, AS4100, AS2870 and AS/NZS 4600.
Based on our structural analysis, we are satisfied that the standard engineering drawings attached are suitable for the above project with the following modification.